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Results of analytical investigation involving single mass system that has idealized elasto-plastic resistance deformation relationship; system was subjected to similar ground motion as measured during May 1940 El Centro earthquake; basic parameters varied in this investigation are natural period, ultimate strength, and damping of system; results are presented in form of graphs.
Results of analytical investigation involving single mass system that has idealized elasto-plastic resistance deformation relationship; system was subjected to similar ground motion as measured during May 1940 El Centro earthquake; basic parameters varied in this investigation are natural period, ultimate strength, and damping of system; results are presented in form of graphs.
Dynamic response of elasto-plastic frames
ASCE -- Proc (J Structural Div)
Penzien, J. (author)
1960
14 pages
Article (Journal)
English
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